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HomeMy WebLinkAboutSWP2703426.43FINISHED GRADE / \ / SEE ROADWAY SECTIONS ON DWG RS01-RS05 BANK RUN FOR PAVEMENT � 1 GRAVEL FOR RESTORATION 1 TRENCH BACKFILL 8 TO 14 PIPE_�\` GRAVEL BACKFILL FOR PIPE ZONE BEDDING F I.D. + ),, � „ & 12y' DIA] 8"-30" SD & SS TRENCH CROSS-SECTION non -- ROSEWATER CLIENTS PEOPLE PERFORMANCE TuigF� F[I _. R ' S DMJM HARRIS AECOM APPROVED FOR CONSTRUCTION Wq �' 10900 NE 8TH STREET, SUITE 750 oe BELLEVUE, WASHINGTON 98004 — PHONE: (425) 454-5600 FAX: (425) 454-0220 °�80 \���� CITY OF RENTON DATE Nk ECG t2( REVISION BY I DATE I APPR SEE ROADWAY SECTIONS ON DWG RS01-RS05 FOR PAVEMENT !x RESTORATION CORRUGATED POLYETHYLENE STORM PIPE (CPEP) CONSTRUCTION GEOTEXTILE FOR SEPARATION FINISHED GRADE BANK RUN GRAVEL FOR TRENCH BACKFILL v xX //x GRAVEL BACKFILL FOR PIPE ZONE BEDDING 24" OVER EXCAVATION* * UNSUITABLE SOILS ARE NOTED IN GEOTECHNICAL REPORT 48" SD TRENCH CROSS-SECTION N TS MH OR TYPE 2 1' MIN (TYP) L CB BASE CONSTRUCTION GEOTEXTILE FOR 2' SEPARATION (MIN. 1' OVERLAP) QUARRY SPALLS STRUCTURE FOUNDATION DETAIL SURVEYED: DESIGNED: K. SMITH DRAWN: R. EDRALIN CHECKED: M. DE LILLA APPROVED: K. SMITH SCALE: VARIES ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N TS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) D=342639 RAINIER AVE S (SR 167) L)'t: IMPROVEMENTS PROJECT FIELDI PHASE 1 PAGE: SHATTUCK AVE S STORMWATER BYPASS DRAW STORM DRAINAGE & UTILITIES DETAILS i oa©omo©: